13221 search results for DESIGN
3370302FHWA
and the following substituted: 337-4 Mix Design. 337-4.1 FC-5: The Department will design the FC-5 mixtures, in 334-3.2.7. The Department will have three weeks to design the mix. The Department will establish the design binder content for FC-5 within the following ranges based on aggregate type: Table 337-3, and the following substituted: 337-4 Mix Design. 337-4.1 FC-5: The Department will design the FC-5, .) as specified in 334-3.2.7. The Department will have three weeks to design the mix. The Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/3370302fhwa.pdf?sfvrsn=e15283d6_14710000-724CommResp
4710000 Fiber Reinforced Polymer Fender Systems COMMENTS FROM INTERNAL/INDUSTRY REVIEW Matt We bb Wo rk Phone: 850-330-1381 E-Mail: Matt.Webb@dot.state.fl.us Comments: (Industry 10-11-23) Section 471-4.2: There is no mention of Design Calculation and whether they are to be submitted, may want to include this in this specification article. Section 471-5: Is the three-point bending test, of design calculations. Three-point bending test is in lieu of. Action: Language has been revised
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/Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): Structures Design staff contacted (name): Will the proposed revision involve PPM changes? Yes No Roadway Design staff contacted (name, ): Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates Bulletin, . This change was proposed by Derwood Sheppard of the State Roadway Design Office to update
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/5440000.origind.pdf?sfvrsn=326645c6_02040603.comm
they are using consistent language in other areas of the Spec of Design. They may be, but I’d still, the only thing we have design criteria for. Response: ******************************************************************************
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9240100 ADMIXTURES FOR CONCRETE COMMENTS FROM INTERNAL/INDUSTRY REVIEW Eric Koehler 617-957-8588 ekoehler@titanamerica.com Comments: (11-15-16) The proposed specification should allow concrete producers to add a Type S admixture to an approved mix design without needing to re-batch a verification mix in the lab. ASTM C494 Type S requirements are intended to demonstrate, admixture for internal use, but should not be expected to trial every approved mix design. Response
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/9240100.resp.pdf?sfvrsn=4bfefef3_04551508DB.comm
, and re-constructing", since the text already says "replace". Since this is for design-build "cost" or "expense" will include design. Response: ******************************************************************************
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443 FRENCH D R A I N S . (REV5-9-02)(FA7-12-02)(1-03) SUBARTICLE443-2.1(1)(Pages457and458)isdeletedandthefollowingsubstituted: (1)ConcretePipe(Bell&Spigot):Slottedorperforatedconcretepipemay be used. Meet the requirements of 449 for concrete pipe. Use the class of pipe specified on the Design Standards, Index No. 205. Do not use gaskets. Fully insert the spigot in the bell, and bring home. Conform to Design Standards, Index No. 285 for slotted pipe. Use perforated pipe having
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443 FRENCH D R A I N S . (REV5-9-02)(FA7-12-02)(1-03) SUBARTICLE443-2.1(1)(Pages457and458)isdeletedandthefollowingsubstituted: (1)ConcretePipe(Bell&Spigot):Slottedorperforatedconcretepipemay be used. Meet the requirements of 449 for concrete pipe. Use the class of pipe specified on the Design Standards, Index No. 205. Do not use gaskets. Fully insert the spigot in the bell, and bring home. Conform to Design Standards, Index No. 285 for slotted pipe. Use perforated pipe having
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4430002.do.pdf?sfvrsn=b56d5e1a_03200603.origind
: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway Design staff contact ed ( name ) : Will the proposed revision involve PPM changes? Yes No Roadway Design staff contact ed ( name ) : Will the proposed revision involve CPAM changes? Yes, of the following: Design Bulletin Construction Bulletin Estimates Bulletin Are all references, in truckload and windrow) and tie temperature ranges to the mix design compaction temperatures rather than
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/3200603.origind.pdf?sfvrsn=906bba91_07010100.resp
. ****************************************************************************** D3 Maintenance Comments: (12-18-15) Design Standard Index 17346 will require an update, ) for a Maintenance project. Sheets 13 and 14 of 14 would require the update. Response: The Design
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) Comments: (10-8-15) D3 Design comment: The Originator deleted through the word “or” and replaced it, . The Roadway Design Office feels that by using the word “and” will prohibit contractors from choosing which
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4300401 PIPE CULVERTS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Jason Lambert Hanson Pipe & Precast jason.lambert@hanson.com Comments: (6-9-15) 1. What type of pipe is considered “elongation tolerant pipe”? Response: “elongation tolerant pipes” are pipes that allow some movement without joint failure. These pipes will be defined within an upcoming Design Bulletin. These pipes will also, ” which are steel pipes with welded joints. The Design Bulletin should be released by late summer
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320 HOTMIXASPHALT-PLANTMETHODSANDEQUIPMENT. (REV10-25-13)(FA1-2-14)(7-14) SUBARTICLE320-6.3.2isdeletedandthefollowingsubstituted: 320-6.3.2TestFrequency: The normal frequency for taking asphalt mix temperatures will be for each day, for each design mix on the first five loads and one out of every five loads thereafter. Take the temperature of the asphalt mix at the plant, mix design do not apply
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/3200603.impl.pdf?sfvrsn=3b2027f0_01200801.comm
with the various Design publications (such as the Plans Prep Manual) which use the term, "shared use path, to describe the line in The 2014 Design Standard 500, page 1 of 2. Response
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Comment: (12-30-13) The mix design with 50% to 60% cement replaced with slag does not provide the required overnight strength. Due to this constraint, to my knowledge this mix design has never been used
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320 HOTMIXASPHALT–PLANTMETHODSANDEQUIPMENT. (REV5-10-13)(FA7-16-13)(1-14) SUBARTICLE320-6.3.2(Page246–247)isdeletedandthefollowingsubstituted: 320-6.3.2 Test Frequency: The normal frequency for taking asphalt mix temperatures will be for each day, for each design mix on the first five loads and one out of every five loads thereafter. Take the temperature of the asphalt mix at the plant, tolerances of Tables 320-2 and 320-3 as applied to the warm mix asphalt mix design do not apply
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/3200603.impl.pdf?sfvrsn=1a6115a9_0Turnpike Enterprise Other Contracts Information
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Street Tallahassee, FL 32399-0450 MIKE DEW SECRETARY ROADWAY DESIGN BULLETIN 18-01 PROGRAM, Development, District Design Engineers, District Construction Engineers, District Structures Design Engineers, District Roadway Design Engineers, District Traffic Operations Engineers, Program Management Engineers . ~;-! Michael Shepard, P.E., State Roadway Design Engineer ~ -tV/,,/.,,jJ, Roadway Design Bulletin 18-01 Program Management Bulletin 18-01 Temporary Highway Lighting Page 2 of 2
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Street Tallahassee, FL 32399-0450 MIKE DEW SECRETARY ROADWAY DESIGN BULLETIN 18-01 PROGRAM, Development, District Design Engineers, District Construction Engineers, District Structures Design Engineers, District Roadway Design Engineers, District Traffic Operations Engineers, Program Management Engineers . ~;-! Michael Shepard, P.E., State Roadway Design Engineer ~ -tV/,,/.,,jJ, Roadway Design Bulletin 18-01 Program Management Bulletin 18-01 Temporary Highway Lighting Page 2 of 2
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